10层框架结构旅馆,土木工程建筑结构毕业设计,长41.8米,宽36.925米,面积11284平方米

土木工程建筑设计说明书

建筑长41.8m,宽36.925m.一榀框架首层层高6.1m,二层层高5m,三层层高4m,四层至十层层高3.6m,柱距8m,3跨,跨度5.6m,7m,6.9m;
一层:大堂25.8m*11.325m*1间,贵宾接待室11.6m*10.1m*1间(含DJ室3.5m*1.5m),商务服务间4.4m*7m*1间,服务间3.6m*7m*1间,行李保管室3m*4.5m*1间,会议室11.5m*10.1m*1间(含DJ室3.5m*1.65m,茶水间3.5m*1.55m),楼梯间3.6m*6.9m*1间,厨房8.9m*6.9m*1间,会议室11.5m*6.9m*1间(含茶水间1.55m*3.5m,DJ室1.55m*3.4m),电梯井2.55m*1.8m*3间,空调管井1.46m*1.5m*1间,强电管井1.09m*1.5m*1间,电梯厅兼前室3.75m*6.9m*1间,楼梯间3.5m*6.9m*1间,男卫4m*6.9m*1间,女卫4m*6.9m*1间;
二层:多功能贵宾厅8m*10.1m*1间,卫生间3.4m*3m*1间,房间3.4m*2.6m*1间,消防前室3.6m*2.5m*1间,自助餐厅12.5m*10.1*1间,自助餐厅16m*6.9m*1间,多功能贵宾厅11.5m*10.1m*1间(含备餐间3.5m*3.6m),楼梯间3.6m*6.9m*1间,备餐室2.8m*6.9m*1间,电梯井2.55m*1.8m*3间,空调管井1.46m*1.5m*1间,强电管井1.09m*1.5m*1间,电梯厅兼前室3.75m*6.9m*1间,楼梯间3.5m*6.9m*1间,男卫4m*6.9m*1间,女卫4m*6.9m*1间;
三层:大会议间25.8m*11.325m*1间,客房4m*8.1m*4间(含卫生间1.95m*2.5m),茶水间4.9m*7.8m*1间,布草间8m*5.6m*1间,DJ室4.9m*7.8m*1间,消防前室3.6m*2.5m*1间,楼梯间3.6m*6.9m*1间,客房4.4m*9.4m*1间(含卫生间1.75m*2.5m),客房4m*9.4m*6间(含卫生间1.75m*2.5m),电梯井2.55m*1.8m*3间,空调管井1.46m*1.5m*1间,强电管井1.09m*1.5m*1间,电梯厅兼前室3.75m*6.9m*1间,楼梯间3.5m*6.9m*1间,接待服务3.5m*2.5m*1间(含弱电间0.89m*1.45);
四至六层:客房4m*8.1m*8间(含卫生间1.95m*2.5m),客房4.9m*8.1m*2间(含卫生间1.95m*2.5m),消防前室3.6m*2.5m*1间,楼梯间3.6m*6.9m*1间,客房4.4m*9.4m*1间(含卫生间1.95m*2.5m),客房4m*9.4m*6间(含卫生间1.95m*2.5m),电梯井2.55m*1.8m*3间,空调管井1.46m*1.5m*1间,强电管井1.09m*1.5m*1间,电梯厅兼前室3.75m*6.9m*1间,楼梯间3.5m*6.9m*1间,接待服务3.5m*2.5m*1间(含弱电间0.89m*1.45);
七至九层:客房4m*8.1m*6间(含卫生间1.95m*2.5m),客房4.9m*8.1m*1间(含卫生间1.95m*2.5m),按摩房4.9m*2.85m*1间,衣帽间4.9m*2.75m*1间,桑拿房4.6m*2.5m*1间,主卧室8m*5.6m*1间,客厅8m*7m*1间,麻将房4m*7m*1间(含卫生间2.3m*1.8m),客房84m*7m*1间(含卫生间2.5m*1.8m),消防前室3.6m*2.5m*1间,楼梯间3.6m*6.9m*1间,客房4.4m*9.4m*1间(含卫生间1.95m*2.5m),客房4m*9.4m*4间(含卫生间1.95m*2.5m),电梯井2.55m*1.8m*3间,空调管井1.46m*1.5m*1间,强电管井1.09m*1.5m*1间,电梯厅兼前室3.75m*6.9m*1间,楼梯间3.5m*6.9m*1间,接待服务3.5m*2.5m*1间(含弱电间0.89m*1.45);
十层:客房4m*8.1m*6间(含卫生间1.95m*2.5m),监控室4.9m*5.6m*1间,卫生间1.75m*2.5m*1间,接待兼会议室4.9m*5.6m*1间,办公室8m*5.6m*1间,办公室12.55m*7m*1间(含卫生间1.75m*2.5m,弱电管井0.89m*1.5m),管理办公室8m*7m*1间,消防前室3.6m*2.5m*1间,楼梯间3.6m*6.9m*1间,客房4.4m*9.4m*1间(含卫生间1.95m*2.5m),客房4m*9.4m*4间(含卫生间1.95m*2.5m),电梯井2.55m*1.8m*3间,空调管井1.46m*1.5m*1间,强电管井1.09m*1.5m*1间,电梯厅兼前室3.75m*6.9m*1间,楼梯间3.5m*6.9m*1间;

土木工程结构设计计算书

40087结构设计计算书-目录
毕业设计中文摘要 I
毕业设计外文摘要 II
前 言 III
1 建筑设计 1
1.1建筑概况 1
1.1.1建筑名称 1
1.1.2建筑场地 1
1.1.3建设规模 1
1.2建筑功能设计 1
1.3建筑构造设计 1
2 主体结构布置方案 5
2.1设计资料 5
2.1.1工程名称 5
2.1.2工程概况 5
2.1.3工程资料 5
2.2梁、板、柱截面尺寸确定 8
2.2.1梁截面尺寸确定 8
2.2.2柱截面尺寸确定 9
2.2.3现浇混凝土楼板厚度确定 11
3. 荷载统计 12
3.1结构竖向恒荷载统计 12
3.2结构竖向活荷载统计 16
3.2.1屋面活荷载标准值 16
3.2.2楼面活荷载标准值 17
4 主体结构内力计算和位移计算 18
4.1各层重力荷载代表值计算 18
4.1.1计算公式 18
4.1.2顶层屋面重力荷载代表值计算 18
4.2横向框架侧移刚度计算 23
4.2.1横梁线刚度的计算 23
4.2.2柱线刚度的计算 23
4.2.3各层横向框架侧移刚度的计算 24
4.3水平地震作用下框架结构内力计算和侧移计算 28
4.3.1横向框架自振周期计算 28
4.3.2水平地震作用下结构抗震验算 29
4.3.3水平地震作用下框架内力计算 31
4.4 风荷载作用下框架结构内力计算和侧移计算 40
4.4.1风荷载标准值计算 40
4.4.2风荷载作用下框架侧移计算 41
4.4.3风荷载作用下框架结构内力计算 42
4.5竖向恒载、活载作用下框架结构内力计算 50
4.5.1计算单元 50
4.5.2恒载、活载计算 52
4.5.3力矩分配法计算参数的确定 65
4.5.4恒载、活载作用下的弯矩的三次分配 67
5 框架梁弯矩调幅及控制界面 81
5.1框架梁竖向荷载弯矩调幅 81
5.2各荷载作用下框架梁控制截面内力 85
5.2.1梁支座边缘面内力计算 85
6 主体结构内力计算 87
6.1框架梁内力组合 87
6.1.1框架梁内力组合原则及组合表 87
6.1.2框架梁抗震设计内力调整 88
6.1.3框架梁各层VGb 的计算 88
6.2 框架柱内力组合 88
6.2.1框架柱内力组合原则及组合表 88
6.2.2框架柱抗震设计内力调整 88
6.2.3框架梁、柱节点核芯区截面抗震验算 89
7 框架梁、柱配筋计算 90
7.1框架梁的配筋计算 90
7.1.1梁的正截面受弯承载力计算 90
7.1.2梁的斜截面受剪承载力计算 92
7.2 框架柱的配筋计算 96
7.2.1剪跨比和轴压比验算 96
7.2.2柱的正截面受弯承载力计算 96
7.2.3柱的斜截面受剪承载力计算 98
7.2.4柱节点核心区验算见表7.2.1 101

8 板的结构计算 104
8.1标准层楼板内力分析及配筋计算 104
8.1.1板设计 104
8.1.2内力计算 104
8.1.3楼面板配筋计算 105
8.2屋面楼板内力分析及配筋计算 105
8.2.1双向板设计 106
8.2.2内力计算 106
8.2.3屋面板配筋计算 107

土木工程建筑设计施工图

土木工程结构设计施工图

土木工程施工组织设计图